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k <br /> e <br /> LOG SYMBOLS <br /> PERCENT FINER f <br /> BULK/BAG SAMPLE -4 THAN THE NO.4 SIEVE 11 <br /> (ASTM Test Method C 136) <br /> PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO. 200 SIEVE <br /> (2-112 inch outside diameter) (ASTM Test Method C 117) <br /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (ASTM Test Method D 4318) <br /> (3 inch outside diameter) i <br /> STANDARD PENETRATIONPLASTICITY INDEX <br /> PI <br /> SPLIT SPOON SAMPLER (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> EI EXPANSION.INDEX <br /> CONTINUOUS CORE (UBC STANDARD 29-2) <br /> 1 <br /> COL COLLAPSE POTENTIAL <br /> ROCK CORE <br /> i <br /> 1 WATER LEVEL UC (ASTMNNED TeIst Me hood D 2166 ION <br /> (level where first encountered) <br /> T WATER LEVEL <br /> (level after completion) <br /> SEEPAGE MC <br /> (ASTM MOISTURE <br /> est Method D 2216) <br /> i <br /> GENERAL, (VOTES <br /> 1. Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> 2. No warranty is provided as to the continuity of soil conditions between individual sample locations. <br /> i <br /> 3.Logs represent general soil conditions observed at the point of exploration on the date indicated. <br /> 4. In general, Unified Soil Classification System designations presented on the logs were evaluated by visual methods only. <br /> Therefore,actual designations(based on laboratory tests)may vary. <br /> 0 <br /> a <br /> a' <br /> LOG KEY PLATE <br /> k'q K L E I NFELDER PROPOSED HENRY RESIDENCE <br /> W 10838 E. COPPEROPOLIS ROAD A_2 <br /> 8 Drafted By: GDG Project No.: 20-4684-01.G01 STOCKTON, CALIFORNIA 11 <br /> Y Date: 12120/2001 File Number: 20116235 <br /> Caput KIenlek]e-Im 2000 II <br />